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<br /> <br />Mr. Robert Lidd7e <br />t±lay 30, 1984 <br />Page two <br /> <br />system paralleling the inside slope of the road as shown on <br />the attached map. All runoff will drain into Sediment Pond <br />MB ;~2. The discharge from Sediment Pond MB ~2 will comply <br />with all applicable state and federal effluent limitations. <br />The pile itself will be constructed as shown in Figure la to <br />Appendix B to the above-referenced March 22, 1984 Application. <br />The pile will be constructed with outslopes not exceeding 2.5H <br />to 1V. As described in Table 2 in Appendix B, the old gob <br />pile which contained an estimated 10,000 cubic yards of <br />material, was constructed in this manner and had a safety <br />factor of 1.645. The pile will be wheel-compacted and graded <br />to ensure adequate drainage. <br />Bonding and reclamation of this <br />described in the application to <br />and Reclamation Plan to allow <br />development waste in the upper <br />in Step 4 to the modified <br />submitted by August 13, 1984. <br />temporary storage area will be <br />revise the Mt. Gunnison Mininq <br />for the storage of underground <br />waste rock pile. As stipulated <br />NOV this application will be <br />By complying with Step 3 in the May 23, 1984 modification to <br />NOV C-84-077 WECC is not waiving any right to challenge any <br />aspect of the NOV as modified. <br />Sincerely, <br />~. <br />o.~ <br />Paige -$. Seville <br />Sr. Permits Coordinator <br />PBB:ac <br />Attachment(s) <br />cc: R. Bowman, WECC w/o attachment(s) <br />C. Hansen, WECC w/o attachment(s) <br />F. Johnson, OSM w/attachment(s) <br />